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Freeport NIP(8.1)-CS060118~1 'l,'q, 2HFJ6 ~12:34 214E, 3U229~ POTTE~ :,OHI~ P,~GE 01 Fax Potter Concrete, Ltd. F~eeport 14 & 15 - 05-05-737 14 - 800 W Bethel ROad, Coppell, TX 75019 15 - 700 W Bethel Road, Coppell, TX 75019 U ent * ' Date: Wednesday, January 18, 2006 To: Larry Davis Company: City of Coppell Fax Number: g72-304-3570 Tel Number: From: Sonia Dominguez No. of Pages: 4 Message: Mr. Davis, Our General Superintendent Carl Burnett asked me to forward the approved mix designs for the paving, turn lane & approaches for Freeport If this transmission is incomplete, please call 214-6~0-2191 . Ui...IU,.WU0_, 02:34 2146,301'1'9~, F'F~TE~' ~5ONIA PAGE 01/lg/2006 ]4:44 CLI[ENT: POTTER CONCRETE FREEPORT 14 PROJECT: ~ MIX SPECIFICATIONS: November 9, ~005 APPLICATION: REQUIRED S~RENGTH PLACEMENT SLUMP W/C RATIO AIR CONTENT TEh, TPERATU RE RANGE PAVING -- 0.48 LBfLB 4.5 ~-/- 1.$ % 5Ig05 DEGREES LIGHT WEIGHT a, STM C330 000 FINE AGG. AsTM C33 1222 F1NE AGG. ASTM C33 AI)MIXTUR~ AS~M C49& TYPE A or O 3 - 6 ozJcwt AI)MIX'YURE ASTM C494 TYPE F 00.0 ADMIXTURE ASTM C2§0 .25-4 oz/ewt WATER 258 1,35 4.13 27.00 ASTM C94 STAJN~ARD SPECIFICATIONS FOR RE,t~DY-MIXED CONCRETE STATES AS FOLLOWS: "WI-FEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS... THE kND1VTDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL I." ADDIYIONAL WATER ADDED I~O I-HIS CONCRETE WILL REDUCE THE,~TRENGTH. ANY WATER ADDED IN Redi-Mix L.P. GARY L. HEREON TECHNICAL SERVICES DIRECTOR ffJCCESS OF SPECIFIED SLUMP IS AT CUS~'~{~Mc:Ti~i it~Ttt'~&~ "~-Re'-"' '- ~i~[~'''~''~'' ~ Reviewed ~ NoI~ ~ Revised & Resubmit ~vat ~ ~e~ to ~ch~ a~r~a~ ~ ~ d~gn ~d Ri,."I:::., ','866 82:34 214E,~182'2"~5 F'OTTEB! '50r,41~ P,~GE 83 CLIENT: POTTER CONCRETE p~OJECT: FI~EEPORT 14 & 15 MIX SPECllqCATIONS: AppLICATION: REQUIRED STRKNGTH PLACEMENT SLUMP WlC RATIO AIR coNTENT MAXIMUM TEMPERATURE September 28, 20iP3 TURN LANES / APPROACHES 650 PS! FLEX (~ 28 DAYS 4 INCH +/- I ~.47 LB/LB 4.5 +/- 1.5 % 95 DEGREES F MATERIALS ASTM STANDARDS WEIG~TS{SSD) VOLUME A E~T ASa'~ ClS0 x/rE vu ss~ ~.s? Sll ASTM C618 CLASS C 0O0 0.90 COARSE AGG. ASTM C33 SIZE NO. 57 1850 11,06 COARSE AGG. ASTM C33 SIZE NO. LIGHT WEIGHT ASTM C330 FINE AGG. ASTM C33 FINE AGG. ASTM C33 000 1224 7.4.6 ADMIXTURE ASTM C494 TYPE A or D 3 - 6 ozJcwt ADMIXTURE ASTM C494 TYPE F 00.0 ADMIXTURE ASTM C260 .25 - 4 WATER 266 1.35 4.26 27.00 ASTM C94 STANDARD SPECIFICATIONS FOR READY-MIXED CONCRETE STATES AS FOLLOWS: "WHEN THE CONCRETE STRENGTH IS USED AS A BASTS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS,.. THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL 1." ADDITIONAL WA TER ADDED TO THIS CONCRETE WILL REDUCE THE STRENGTH. ANY WATER ADDED IN ] EXCF.~S OF THE SPECIFIED SLU~IP IS A T CUNTO~fER~ RIS~. Redi-Mix L.P. . GARY L. HERRON TECHNICAL SERVICES DIRECTOR O1 1E:,',:'80;, 82:34 214F, s:O2£"_q5 F'OTTEF' ~E,IlfJla PC, GE 04 ~ REDI-MIX, LP ACI 214 - STATISTICAJ- EVALUATION MIX - 112 MoYing Avg: 3 Air Con 7 D~y 28 Day 28 day Cont Temp Comp Comp Comp Std i Sample Slump ., .~.,, ~= ""~i't' -~i'- I' Der CV 7.,..'-Pa~g-u~ ;, ':',., 99 3200 3940 3957 2~-Aug-04 5.25 4.=r 1-,S®p-04 5.5 4.'/ 88 3780 4640 4290 l-sep-04 5.2.5 5.1 88 364o 4950 4510 t -..gep-04 5.75 3.9 90 3490 4620 4737 l~Sep-O4 5 4.2 90 3530 5160 4810 1-~=_-~ _~2~. 5.25 4 91 3580 5090 4,957 548 11% 2-Sep-04 4.25 4.1 93 3360 4210 4~2~ ..... 525 tt% 13-Sep-04 5 4.6 93 3620 4670 4657 497 11% 13-Sep-04 5.5 4.5 93 3450 4410 4430 473 11% 13-~ep.4)4 4.75 4,7 93 3220 41 t 0 4397 466 11% 13~Sep4)4 5.5 4.2 9~ 2590 3790 4103 485 12% 14-.Sep-04 5.25 4.7 95 304~ 4200 4033 470 12% 14-5ep-04 $ 4.3 96 3790 5040 4343 481 11% 14-Sep-04 4.75 4.4 95 3670 4800 4680 473 10% 14-Sefl-04 5.25 4.5 95 34t0 4590 4810 459 10% 17-Sep.04 5,5 3.4 98 3740 4920 4770 457 10% 4.J ..... 17-.Sep-04 5.5 90' 4060 49~0 '~820 456 '9% 18-0ct-04 4.75 4.5 90 3180 4340 4737 446 9% 18.-0ct-04 5.25 4.5 100 2860 3620 4303 476 11% 18-0ct-04 5 3.1 94 285O 362O 3860 499 13% 18-0ct-0,1 ~.75 4 92 3310 435o 3863 488 13% 1B--Oct-04 5.5 4.2 90 3390 4390 4120 478 12% 22-Oct-04 4 4.g 85 3940 5300 4680 499 11% 4-Dec-04 5 3.5 74 4130 4930 4873 497 10% 14-Mar-&5 5 60 3480 3860 4697 502 11% 14-Mar-05 4 60 3330 4360 4383 4~3 11 AVG 5.07 4.4 91 3411 4438 GARY L. HERRON TECHNICAL SERVICES DIRECTOR